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Post-earthquake analysis and optimization method for urban water supply pipe network based on delay simulation

A technology for urban water supply and water supply pipe network, applied in the field of safety risk assessment, can solve problems such as poor urban infrastructure, broken and damaged water supply pipe network, etc., to achieve objective evaluation results, save repair costs, and ensure the effect of normal operation

Active Publication Date: 2021-11-26
HEBEI UNIV OF TECH +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

As an important part of the lifeline engineering system, once the urban water supply is subjected to a large earthquake, it will be damaged to varying degrees, which will often cause the loss of urban functions and bring great adverse effects to the city.
A large number of earthquake damage data show that the earthquake will cause damage to the water supply pipe network to varying degrees, leading to a decline in the water supply capacity of the pipe network. People's economic development and normal life have brought irreparable losses
[0004] With the continuous strengthening of my country's urban infrastructure construction, the problems of many old cities and poor urban infrastructure in my country have been improved to a certain extent. Most of them have not gone through the formal seismic design, and there are problems such as the earthquake damage simulation of the water supply pipe network system and the hydraulic analysis of the damaged pipe network after the earthquake.

Method used

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  • Post-earthquake analysis and optimization method for urban water supply pipe network based on delay simulation
  • Post-earthquake analysis and optimization method for urban water supply pipe network based on delay simulation
  • Post-earthquake analysis and optimization method for urban water supply pipe network based on delay simulation

Examples

Experimental program
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Effect test

Embodiment 1

[0092] refer to figure 1 Looking:

[0093] Analysis and optimization method of urban water supply pipe network based on delay simulation, including the following steps:

[0094] S1: Monte Carlo Simulation Law on Water Supply Pipeline Random Simulation, combined with water supply pipe network shock damage statistical experience and pipeline physical properties, determination of pipe damage point position, damage state and leakage type leak type, according to Pipeline seismic failure probability random simulation generates sequence sequences for pipe segments in different time periods;

[0095] S2: Temporal and Spatial Characteristics Analysis of Water Space after Shocking Urban Water Net Water Node: Determine the water characteristic curve of various nodes; consider the evacuation of urban evacuation migration in the earthquake, determine all kinds of nodes After the earthquake requires spatial change and time variation characteristics, the water consumption of the water consumptio...

Embodiment 2

[0100] Based on the first embodiment, the present embodiment has been further improved, specifically:

[0101] The step S1 includes the following specific steps:

[0102] (1) Assuming that the pipeline seismic is destroyed to a random independent event, along the length of the pipeline from Poisson distribution, the probability of damage after the earthquake is:

[0103] P f = 1-exp (-rr · L) (1)

[0104] Rr = 4.75 × k 1 × PGV × 10 -3 (2)

[0105] In P f The probability of damage occurring after the seismic pipe; L is the length of the pipe, the unit km; RR is the average shock risk of the pipe, the unit / KM, RR uses the seismic wave caused by the seismic wave proposed by the American Life Engineering Federation. , Ie, (2); PGV is a peak speed, unit cm / s; k 1 In order to consider the adjustment factor of the pipe, pipe diameter, interface form, site conditions;

[0106] The distribution of pipeline failure points after the earthquake is determined by Poisson random number and u...

Embodiment 3

[0117] On the basis of Example 2, the present embodiment has been further improved, in particular:

[0118] The step S2 includes the following specific steps:

[0119] (1) According to the "urban seismic disaster prevention planning standard", the space migration of per capita demands and post-earthquake disasters after the earthquake, obtaining the spatial variation of the demand for user nodes after the earthquake, and combines urban scale and demographic density. Calibration;

[0120] (2) Reference to the water type delay variation of water type before the earthquake, combined with urban shock prediction, emergency refuge planning and disaster relief experience statistics, resulting in different types of water delay at different types of water delay at 72 hours after the earthquake.

[0121] Specifically, the user demand delay analysis can be carried out in the following manner:

[0122] A. Pre-earthquake water supply delay analysis: Select a certain month's user meter reading ...

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Abstract

The invention discloses a post-earthquake analysis and optimization method for an urban water supply pipe network based on delay simulation, and relates to the technical field of safety risk assessment. The method comprises the following steps of S1, generation of a post-earthquake leakage scene of the urban water supply network; S2, analysis of post-earthquake water demand space-time characteristics of urban water supply nodes; S3, calculation of post-earthquake urban water supply node delay reliability; S4, determination of a post-earthquake damaged pipeline optimization repair sequence; S5, an optimization dispatching model of a pipeline repair team after earthquake. a Monte Carlo method is adopted to simulate a randomly generated earthquake damage scene of a water supply pipe network, a spatial and temporal change relation of water demand / water consumption of a user node after an earthquake is determined in combination with a population evacuation rule, pipe network post-earthquake hydraulic function analysis is carried out based on a pressure-driven node water distribution model, and pipeline repair sorting and maintenance team dispatching are considered; a post-earthquake pipe network function recovery optimization model is created and a recovery strategy of an earthquake damaged pipeline is determined in the water supply pipe network.

Description

Technical field [0001] The present invention relates to the field of safety risk assessment, and in particular, a method of analyzing and optimizing a urban water supply pipe network based on delay simulation. Background technique [0002] The urban water supply system is the same transport, electric power, heating, communication system is a lifeline of modern city, and is called a lifeline engineering system called modern city. In recent years, urban lifeline engineering systems have been related to urban daily production and life, and people have continued to strengthen their dependence, and demand is also growing. Unlike other general city infrastructure, life line project has a wide range of coverage, close inter-system links, and local damage may affect system function. Earthquake is one of the natural disasters that have a large degree of destruction on Earth. [0003] According to the "China Earthquake Parameters" shows that there are nearly 50% of the country of land, mor...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G06F30/20G06Q10/06G06Q50/06G06F119/12
CPCG06F30/20G06Q10/06313G06Q10/06393G06Q50/06G06F2119/12Y02A20/152Y02A10/40
Inventor 李亚微李刚刘朝峰王玲曹先尹贺兰玥赵越
Owner HEBEI UNIV OF TECH
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